The effect of zeolite on lime-stabilization on the artificial organic soil at room temperature
Also available in printed version
| मुख्य लेखक: | |
|---|---|
| अन्य लेखक: | |
| स्वरूप: | Doctoral thesis |
| भाषा: | अंग्रेज़ी |
| प्रकाशित: |
Universiti Teknologi Malaysia
2025
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| विषय: | |
| ऑनलाइन पहुंच: | https://utmik.utm.my/handle/123456789/59779 |
| Abstract | Abstract here |
| _version_ | 1854975114133635072 |
|---|---|
| author | Chan, Tze Wei |
| author2 | Khairul Anuar Kassim, supervisor |
| author_facet | Khairul Anuar Kassim, supervisor Chan, Tze Wei |
| author_sort | Chan, Tze Wei |
| description | Also available in printed version |
| format | Doctoral thesis |
| id | utm-123456789-59779 |
| institution | Universiti Teknologi Malaysia |
| language | English |
| publishDate | 2025 |
| publisher | Universiti Teknologi Malaysia |
| record_format | dspace |
| record_pdf | Abstract |
| spelling | utm-123456789-597792025-08-21T12:49:08Z The effect of zeolite on lime-stabilization on the artificial organic soil at room temperature Chan, Tze Wei Khairul Anuar Kassim, supervisor Civil engineering Also available in printed version Organic soil always poses serious problems in construction due to its long-term consolidation settlements and low strength. Lime stabilization is one of the methods used for soil stabilization. Organic content is believed to inhibit formation of Calcium-Silicate-Hydrates (CSH) and Calcium-Aluminate-Hydrates (CAH) in lime stabilization. The formation of CAH and CSH strongly related to strength. Two types of artificial organic soil were stabilized with lime-zeolite. Zeolite is pozzolan which contain high composition of silicate and alumina. Zeolite provide sufficient amount of silicate and alumina for calcium to form cementitious agent such as CSH and CAH. Lime-zeolite stabilization soil sample is test on Unconfined Compressive Test (UCT) to obtain Unconfined Compressive Strength (UCS). In this paper, all samples are cure at room temperature for 7, 28 and 56 days before carried out UCT. Factors that affect UCS were organic content, content of lime-zeolite, pH and curing period. The test results show that high organic content had lower UCS. For lime-zeolite comparison, when lime content decrease, UCS also tends to decrease. Soil sample with pH lower than 12.4 show significantly low UCS. Prolong curing time bring positive impact to soil, UCS also increases with age zulaihi UTM 123 p. Project Paper (Sarjana Muda Kejuruteraan (Awam)) - Universiti Teknologi Malaysia, 2011 2025-03-17T06:16:24Z 2025-03-17T06:16:24Z 2011 Doctoral thesis https://utmik.utm.my/handle/123456789/59779 valet-20170417-142230 vital:97891 ENG Closed Access UTM Complete Unpublished application/pdf Universiti Teknologi Malaysia |
| spellingShingle | Civil engineering Chan, Tze Wei The effect of zeolite on lime-stabilization on the artificial organic soil at room temperature |
| thesis_level | PhD |
| title | The effect of zeolite on lime-stabilization on the artificial organic soil at room temperature |
| title_full | The effect of zeolite on lime-stabilization on the artificial organic soil at room temperature |
| title_fullStr | The effect of zeolite on lime-stabilization on the artificial organic soil at room temperature |
| title_full_unstemmed | The effect of zeolite on lime-stabilization on the artificial organic soil at room temperature |
| title_short | The effect of zeolite on lime-stabilization on the artificial organic soil at room temperature |
| title_sort | effect of zeolite on lime stabilization on the artificial organic soil at room temperature |
| topic | Civil engineering |
| url | https://utmik.utm.my/handle/123456789/59779 |
| work_keys_str_mv | AT chantzewei theeffectofzeoliteonlimestabilizationontheartificialorganicsoilatroomtemperature AT chantzewei effectofzeoliteonlimestabilizationontheartificialorganicsoilatroomtemperature |